However, statistical independence was assumed between individual load test values regardless of the distance apart, thus ignoring the ... as L[qP1a#39;qp2 V^ = P( Qr1 agt; aquot;pi aquot;Qr2 agt; Vaquot; a#39; aquot; a#39; a#39; aquot; Qnn agt; %J (10) where Qri , Qr2 Qrm are the respective true capacities given by Eq. 2. ... variables would facilitate efficient derivation of the updated statistics of N. The updated p.d.f. of N can be expressed as (Sidi, 1986):anbsp;...
|Title||:||Reliability and Risk Analysis in Civil Engineering|
|Author||:||Niels Christian Lind, University of Waterloo. Institute for Risk Research|